Squeezing Ground is a geomechanical phenomenon in underground excavation engineering characterized by the time-dependent, large-scale inward deformation of surrounding rock mass into the opening due to high in-situ stresses exceeding the strength of the rock, leading to progressive failure and flow-like behavior.
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2017–2026
21
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59
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53
ETH Zurich
Zurich, Switzerland
10 h-index
23 publications
946 citations
Colorado School of Mines
Golden, United States
6 h-index
16 publications
525 citations
Agnico Eagle (Canada)
Toronto, Canada
4 h-index
5 publications
131 citations
University of Toronto
Toronto, Canada
3 h-index
4 publications
87 citations
Politecnico di Torino
Turin, Italy
2 h-index
2 publications
207 citations
École nationale des ponts et chaussées
Champs-sur-Marne, France
2 h-index
4 publications
242 citations
Laboratoire Navier
Champs-sur-Marne, France
2 h-index
4 publications
242 citations
Indian Institute of Technology Roorkee
Roorkee, India
2 h-index
4 publications
280 citations
1–8 of 53
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- Rock Mechanics and Rock Engineering
15 publications · 1.1K citations
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- Tunnelling and Underground Space Technology
10 publications · 487 citations
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- Deep mining
3 publications · 47 citations
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- International Journal for Numerical and Analytical Methods in Geomechanics
3 publications · 149 citations
3
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- International Journal of Rock Mechanics and Mining Sciences
2 publications · 120 citations
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